摘要
本文以改进的Boussinesq方程为理论控制方程,采用MIKE21-BW数值模型对赤道几内亚巴塔港防波堤延长的四种设计方案进行可行性数值模拟对比研究。通过计算4种方案在设计高水位、W向波浪作用下各测点的泊稳波高,为防波堤结构进行优化设计。
The improved equation Boussinesq has been used as the theoretical control equation, which adopts the numerical model MIKE21-BW to carry out the numerical simulation, comparison and study of four feasibility proposals for extending the breakwater of Bata Port, Equatorial Guinea. In addition, the optimum design of the breakwater has been made through calculating the berthing wave heights at different survey points under the design high water level or wave force in W direction based on the above four proposals.
出处
《港工技术》
2015年第5期6-9,共4页
Port Engineering Technology
